Browse By Tags

4034.With Temperature_Rack.std.txt When I have applied temperature load and run the staad file it showed an abnormal unity ratio. Can you please check and suggest what is the issue? also check our applied temperature load calculation? For design,…

STAAD SPACE START JOB INFORMATION ENGINEER DATE 19-Nov-22 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KN JOINT COORDINATES 12 14700 6850 0; 13 19450 6850 0; 14 27450 6850 0; 15 30101 6850 0; 16 14700 6850 4200; 17 19450 6850 4200; 18 27450 6850 4200;…

I am using a square section by TATA STRACTRA one on top of another.

Hi, I was doing a case study for the combined beam & plate effect in STAAD Pro using AISC ASD. 2 geometries were prepared; 1. A simply supported beam subjected to 1kN/m UDL 2.A simply supported beam with plate structure bottom vertically restrained…

Dear sir, which codes are available in staad pro to design the stainless steel. can we design the stainless steel structure by using aisc lrfd or bs5950? thank you in advance.

Hello, I want to analyze the structure for both ASD and LRFD load combinations and design parameters. I am doing different iterations to evaluate unity check for different sections. STAAD is giving me very odd results if I use ASD parameters vs LRFD…

How do I change Mton/Cm to Kn/m

Truss Frame Analysis_1.std Hi I cant solve said subject error pls seeking your assistance

We used STAAD.Pro SS6 before and to separate the long term case and the short term case, we used the parameter TMP which does not divide the FYLD by 1.5. In the new CONNECT Edition, the allowable is always divided by 1.5 and the TMP parameter is gone…

Dear sir, Kindly guide me how we can build a pre engineering beam as composite beam in stad pro?

Hello all, I am working on a structural analysis for an existing structure where I've needed to model ST6 I 15.9 members (AISC-360, 7th Edition). Because this a very uncommon section that is not in the Section Database, I've instead added it through the…

I am trying to model a Elevated steel water tank with bracing for analysis in STAAD.Pro. While modelling the structure I've encountered a problem and would like your help. The problem is: While the beam offset works perfectly for modelling a beam…

I have designed a steel structure in Staad pro, No errors are found but in output file some members are getting failed. I dont have any ideas in passing those members. If I change section of those members other members are getting failed. please sort…

Hi Am designing a shelter , if i apply temperature load in axial elongation i get abnormal values in reaction summary of bolts, please help me out how to settle this, is this the correct format i doubt where to apply the temperature load ? …

warehouse.zip wind calculation also in that folder.... try to fix this probem guys

Dear sir, I designed a structure by using both method.in first method i deaigned it by composite beam method.and in second method i do it with composite deck.but by using composite beams giving lower utilization ratio than composite deck method.can…

Is there any option to get report for the tension & compression flange stress ratio of built-up I-section for the critical load cases.

I have got my report, but there is no loading details like dead load, Wind loads and all... In report settings i have added Loadings, but its not showing.... Wt to do???? i want to see other load details. How to get that details?

Actually i need all members UC Ratio values. How to get all values???? Please guys guide me New folder (2).rar

Hi everyone! I am analysing a Channel section according to Eurocode 3 and I am finding it hard to understand how Staad calculates the critical Moment (Mcr) The critical moment I get from the program is different from the one I get from "Annex F of…

Hi everyone! Where can I find the expression for the parameters "FCZ", "FTZ", "FCY", and "FTY" in AISC ASD regulation? Thanks!

Good morning, I am facing a problem in the attribution of BEta angle. This property disappears when i am restarting the program and reopening the STD file. Is there any solution for keeping it ? Image 1: BETA=0degmage 2: Beta=90deg …

Hi All, When generating a Steel Design Checks Report, the column MEMBER just shows: ISC SECTIONS) Any suggestions? Thanks! Regards, Pablo

Section 5.20.3 states that "f 1 (Depth of section at start node) should always be greater than f 3 (Depth of section at end node)." In the model I am working in, it makes more sense for me to define my members from left to right which results in some…

I have a steel structure Modeled, Analysed & Designed in STAAD.Pro V8i SS4 and Connections designed in RAM Connection plugin for STAAD. However, when I'm creating a repository for exporting the data to Pro Steel for detailing, RAM Connection data is not…